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—T f ante <br /> Dirt LGravel <br /> Equipment <br /> nt St Storage <br /> O Equipment <br /> Storage <br /> I Propane Tank <br /> Concrete Driveway <br /> -1107 <br /> ' .� ❑ M¢2 <br /> MW-10 Upnent Storage <br /> ' -1127 Groundwater Gradlent <br /> N25 E 00 004 ft/ft <br /> ti Covered NO ACCESS <br /> W-6 E <br /> ' Hesston Shop <br /> Torr 1 -1153 MW-3 <br /> ase � 1157 J <br /> q�l <br /> ' Stara p <br /> r <br /> MV-9 MW-8 <br /> © t-f!OB -1100 +-11 36 <br /> MW-4 <br /> MW-109 <br /> -1107 1 <br /> + u� <br /> Ir MW-5 <br /> PW°Shpre Ine r <br /> re <br /> L <br /> L <br /> a <br /> a I <br /> ° I[ <br /> 3 c <br /> ° <br /> + MW-1 <br /> -10193 <br /> Concrete Shop !12 <br /> °y prive+ny y <br /> u <br />' Ic <br /> s <br /> i <br /> 1 <br /> veredf3fFice I dependent Trutking <br /> -1022 Equ ant 11 W Charter Way gra <br />' I + Storag <br /> MW-7 <br /> Pole El <br /> Barn <br />' Parking <br /> f <br />' Open Duch <br /> C'Avrr t <br /> en Ditch <br /> L�lvert <br /> West Charter Way <br />' Fig 2• Site Gradient Soit Boring Legend <br /> Map ♦ Monitoring Well <br /> Contour Interval = 02' <br /> December 20, 2002 Groundwater Gradient Calculated Utilizing <br /> J M. Equipment El Computer Generated Contours <br /> 1245 W Charter Way Drain -871' Groundwater Elevation (Feet msl) <br /> Stockton, CA D _ 50' <br /> GeologlralTeckKfcs/nd 216/03 ««++ Asphalt ��l� Sand & Gravel I l <br /> SCALE <br />